For the splice connection shown in the figure, Compute the design strength based on shear and bearing. (Use LRFD) The plates are PL 12" x 7" steel ASTM A36 (Fy = 36 ksi, Fu = 58 ksi) and the bolts are 7/8-in. diameter A325 (Fnu = 68 ksi) in standard holes. P₁ Pa 0 O C O 3 in 3 in 3 in 3 in 3 in | -in bolts 3 in 6 in 3 in in P₁ P 12 in

For the splice connection shown in the figure, Compute the design strength based on shear and bearing. (Use LRFD) The plates are PL 12" x 7" steel ASTM A36 (Fy = 36 ksi, Fu = 58 ksi) and the bolts are 7/8-in. diameter A325 (Fnu = 68 ksi) in standard holes. P₁ Pa 0 O C O 3 in 3 in 3 in 3 in 3 in | -in bolts 3 in 6 in 3 in in P₁ P 12 in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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